Closure to “Plastic Shear Hinges in Steel Frames” by Daniel N. Manheim and Egor P. Popov (October, 1983)
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VIEW THE ORIGINAL ARTICLEPublication: Journal of Structural Engineering
Volume 110, Issue 12
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References
1.
Hjelmstad, K. D., and Popov, E. P., “Cyclic Behavior and Design of Link Beams,” Journal of Structural Engineering, ASCE, Vol. 109, No. 10, Oct., 1983, pp. 2387–2403.
2.
Krawinkler, H., Bertero, V. V., and Popov, E. P., “Inelastic Behavior of Steel Beam to Column Subassemblages,” Report EERC 71‐7, Earthquake Engrg. Research Center, University of California, Berkeley, Calif., Oct., 1971.
3.
Malley, J. O., and Popov, E. P., “Design Considerations for Shear Links in Eccentrically Braced Frames,” Report No. UCB/EERC‐83/24, Earthquake Engineering Research Center, University of California, Berkeley, Calif., Nov., 1983.
4.
Malley, J. O., and Popov, E. P., “Design of Shear Links in Eccentrically Braced Frames,” Journal of Structural Engineering, ASCE, Vol. 110, No. 9, Sept., 1984, pp. 2275–2295.
5.
Manheim, D. N., “On the Design of Eccentrically Braced Frames,” dissertation submitted to the University of California, at Berkeley, Calif., in 1982, in partial fulfillment of the requirements for the degree of Doctor of Engineering.
6.
Recommended Lateral Force Requirements and Commentary, Seismology Committee, Structural Engineers Association of California, San Francisco, Calif., 1975, p. 76‐C.
Information & Authors
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Published In
Journal of Structural Engineering
Volume 110 • Issue 12 • December 1984
Pages: 3067 - 3068
Copyright
Copyright © 1984 ASCE.
History
Published online: Dec 1, 1984
Published in print: Dec 1984
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